EN: A dam section is shown below. The hydraulic conductivity of the permeable layer in the vertical and horizontal

directions are $4\mathrm{.}3**{10}^{-3}$ and $5\mathrm{.}8**{10}^{-3}[m\frac{m}{s}]$ respectively. The dam's length perpendicular to the figure plane is $100[m].$

a$)$ Find the piezometric height at point $A($above the ground surface$).($Assume the unit weight of water is $10[k\frac{N}{m^3}])$

b$)$ Calculate the leakage rate of water seeping from under the dam in $\frac{m^3}{(s)}.$

c$)$ Determine the total uplift force under the dam. $($Consider the distances between equipotential lines as equal$).$

d$)$ Is there boiling between points $M$ and $N?({}_{\text{s}\text{a}\text{t}}=21[k\frac{N}{m^3}])$

TR: A$$a$$da bir baraj kesiti g$$r$$lmektedir$.$ Ge$$irgen tabakan$$n ge$$irimlilik katsay$$s$$ d$$ey ve yatay y$$nlerde

s$$ras$$yla $4,3**{10}^{-3}$ ve $5,8**{10}^{-3}[m\frac{m}{s}]$ 'dir. Baraj$$n $$ekil d$$zlemine dik uzunlu$$u $100[m]$ 'dir.

a$)$ A noktas$$nda pizyometrik y$$ksekli$$ini $($yer y$$zeyinin $$st$$nde$)$ bulunuz. $($Suyun birim a$$rl$$n$10[k\frac{N}{m^3}])$

b$)$ Baraj$$n alt$$ndan s$$zan suyun s$$z$$nt$$ miktar$$n$\frac{m^3}{(s)}$ biriminden hesaplay$$n$$z$.$

c$)$ Baraj alt$$ndaki toplam kald$$rma kuvveti hesaplay$$n$$z$.($Espotensiyel $$izgilerin aras$$ndaki mesafeleri e$$it kabul ediniz$)$

d$)MN$ aras$$nda kaynama olur $?({}_{\text{d}\text{o}\text{y}}=21[k\frac{N}{m^3}])$

$q=\sqrt[\phantom{2}]{k_h{k}_v}\frac{H}{N_d}{N}_f$

$i_{cr}=\frac{}{{}_w}$